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�j <br />C] <br />OIFFERENTIAL LANOF!LL SE-,, , L=!BENT - 5% FINAL CLOSURE SLOPE <br />MODEL PARAMTERS: <br />CELL DEPTH (H): 10 FT GRID X SPACING (X): 25 FT <br />BASE SETTLEMENT FACTOR (BRF): 22.0% GRID Y SPACING (Y): 25 FT <br />RANDOM SETTLEMENT FACTOR (RRF): 6.0% SLOPE (S): 5% <br />BASE ELEVATION (BE): 10 FT <br />SURFACE ELEVATION FOR LANDFILL AFTER DIFFERENTIAL SETTLEMENT <br />325 ,- OEM <br />300 84.9 86.3 87.1 87.8 88.6 ' 89.4 90.8 92.0 92.8 <br />93.8 <br />94.2 <br />94.8 <br />275 <br />85.5 <br />86.0 <br />87.3 <br />88.3 <br />89.2 <br />89.7 <br />90.9 <br />91.8 <br />92.7 <br />93.9 <br />952 <br />95.5 <br />250 <br />85.7 <br />86.3 <br />87.6 <br />87.9 <br />89.0 ' <br />8'16 <br />90.2 <br />91.5 <br />92.1 <br />93.7 <br />94.7 <br />95.0 <br />225 <br />85.3 <br />85.7 <br />86.6 <br />87.7 <br />88.5 <br />89:5 <br />90:4 <br />91.6 <br />92.6 <br />93:1 <br />94.4 <br />95.1 <br />200 <br />85.3 <br />85.7 <br />86.8 <br />88.1 <br />88.5 <br />89.8 <br />90.3 <br />91.9 <br />92.6 <br />93.3 <br />94.4 <br />95.9 <br />175 <br />84.6 <br />85.9 <br />86.8 <br />87.8 <br />88.7 <br />89.9 <br />.90.9 <br />91.2 <br />92.4 <br />93.4 <br />94-4 <br />95.2 <br />150 <br />84.7 <br />85.6 <br />87.2 <br />88.1 <br />88.4 <br />89.7 <br />90:8 <br />91.8 <br />92.3 <br />93.6 <br />95.1 <br />95.2 <br />125 <br />85.7 <br />86.5 <br />87.2 <br />88.0 <br />88.6 <br />90.0 <br />90.8 <br />91.7 <br />92.7 <br />93.5 <br />94.3 <br />95.0 <br />100 <br />84.9 <br />86.1 <br />86.7 <br />87.6 <br />88.7 <br />90.01 <br />90.4 <br />91.4 <br />92.5 <br />94:0' <br />TJ4'_8 <br />95:3 <br />75 <br />85.4 <br />86.2 <br />86.7 <br />87.5 <br />88.2 <br />89.4 <br />90.1 <br />91.4 <br />92.8 <br />93.3 <br />94.6 <br />95.7 <br />50 <br />86.01 <br />86.1 <br />86.91 <br />87.9 <br />88.3 <br />89.7 <br />90.41 <br />92.0 <br />92.6 <br />93: <br />-044 <br />95:4 <br />25 <br />85.1 <br />85.7 <br />86.81 <br />879 <br />89.1 <br />89.6 <br />90.2 <br />91-11 <br />92.6 <br />93.8 <br />94.6 <br />95.9 <br />X.- <br />0 <br />251 <br />501 <br />751 <br />1001 <br />1251 <br />1501 <br />1751 <br />200 <br />22Si <br />i5 <br />-275' <br />LANDFILL CROSS SECTION <br />(USED IN GRAPH <br />FINAL LANDFILL SLOPE AFTER DIFFERENTIAL SETTLEMENT <br />325 <br />300:{i:"#•>> <br />5.7°% <br />3.1%1 <br />2.9°% <br />3.4% <br />3.1°% <br />5.5% <br />5-1% <br />2.9% <br />4.1% <br />1:786 <br />275 <»': <:- <br />2.1% <br />5.1% <br />4.2% <br />3.4% <br />2.2°% <br />4-8% <br />3.5% <br />3.6% <br />4.7% <br />5.0% <br />250 '<: ?.<?=< <br />2-5% <br />5.3% <br />1.1% <br />4.2% <br />2.3% <br />2.3% <br />5.2% <br />2.6% <br />6.5% <br />3.9% ... .:.....::." <br />225 `' <>::µ': <br />1.6% <br />3.8% <br />4.1% <br />3.1°% <br />4.1%: <br />3.8% <br />4.6% <br />3.9% <br />2.0% <br />5.5% <br />200:»<i== <br />1.4% <br />4.4% <br />5.2% <br />1.7% <br />5.3%1 <br />2.1% <br />6.4% <br />2.8°k <br />2.7% <br />4.3%< , <br />175 t n'. <br />5.2% <br />3.4% <br />4.1% <br />3.8% <br />r-4.6% <br />4.2% <br />1.2% <br />4.8% <br />.._... _ <br />150 > `•_ '•»' <br />3.7% <br />6.1% <br />3.6% <br />1.5% <br />5.3% <br />4.1% <br />4.1% <br />2.0% <br />5.3% <br />6.1% <br />125 «y <br />3-0% <br />2.9°% <br />3.3% <br />2.1% <br />5.9% <br />3.3°% <br />3.4% <br />4.3% <br />3.2% <br />3.1%` <br />100 Z <br />4.8°% <br />2.4% <br />3.4% <br />4.4% <br />5.1%- <br />1.7% <br />4.3% <br />4.3% <br />6.1% <br />3.0% <br />75 <: z'<:': <br />3.3°% <br />1.9°% <br />3.0% <br />2.9% <br />4.9% <br />2.8%1 <br />5.0% <br />5.6°% <br />2.3% <br />5.1 % <br />50 >i»:.>.»».;': <br />0.7% <br />2.9% <br />4.0% <br />2.0% <br />5.3% <br />3.1% <br />6.3%1 <br />2.1% <br />3.9% <br />25 < '% > ' '.> <br />2-1% <br />4.5% <br />4.6°% <br />4.7% <br />1.9% <br />2-7% <br />3.6% <br />5.8% <br />5.0% <br />2.9% <br />0 25 <br />50 <br />75 <br />1001 <br />125 <br />150 <br />175 <br />200 <br />225 <br />250 275 <br />